胶结(地质)
粒子(生态学)
碳酸钙
材料科学
化学工程
沉淀
碳酸盐
微流控
悬挂(拓扑)
降水
复合材料
矿物学
化学
地质学
纳米技术
环境科学
冶金
环境工程
水泥
同伦
数学
纯数学
气象学
工程类
物理
海洋学
作者
Yuze Wang,Kenichi Soga,Jason T. DeJong,Alexandre Kabla
出处
期刊:Geotechnique
[Thomas Telford Ltd.]
日期:2019-01-02
卷期号:69 (12): 1086-1094
被引量:38
标识
DOI:10.1680/jgeot.18.p.031
摘要
Microbial-Induced Carbonate Precipitation (MICP) is an innovative ground improvement technique which can enhance the strength and stiffness of soils, and can also control their hydraulic conductivity. These engineering properties of MICP-treated soils are affected by particle-scale behaviour of the precipitated carbonate, i.e. composition, amount and distribution, which are controlled by the MICP process occurring at the particle-scale. In this study, we designed and fabricated a microfluidic chip to improve our understanding of MICP at particle-scale by observing the behaviour of bacteria and CaCO3 crystals during this process. We found that bacteria became evenly distributed throughout the microfluidic chip after the injection of bacterial suspension, grew during bacterial settling, and detached during the injection of cementation solution. Bacteria aggregated during the cementation solution injection, and CaCO3 crystals formed at narrow pore throats or open pore bodies either during or after cementation solution injections.
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